| 摘要 |
FIELD: testing equipment.SUBSTANCE: in implementing the method, a mathematical model of the structure is created, the adequacy of fluctuations of the real structure and its model is determined, the energy parameter for each of the elements of the structure in selected points is determined, and the change in the energy parameter of the structure is determined. At current values of change in energy parameter, different from a single value within a predetermined threshold value, the absence in the relevant registration points of the stress-deformed states is estimated, in excess of the value of change in the energy parameter of the predetermined threshold, followed by continuous growth of the value, the conclusion is made on the presence of stress-deformed states of the controlled object at such point.EFFECT: increase in the operation speed and accuracy of determining the stress-deformed state of the controlled object, the ability of use of the method in the construction of automated systems of monitoring of engineering structures of buildings, enhanced functional capabilities, extension of the scope of application.5 cl, 9 dwg, 1 tbl |
